Summary for Test 2023-02-13-6-1
Test performed: AASHTO T27-14Project Information
Project Identifiers | Project ID: 66669 DEA: JMF-DATA EFIS: JMF-DATA |
---|---|
DIST-CO-RTE-PM | 59--- |
Award Date | Not set |
Closeout Date | Not set |
Work Description | Special project for storing JMF sample data |
Location Description | Not set |
QA Service Level | NOT VERIFIED |
Sample Information
Sample Taken Date | 02/13/2023 | Sample Unique Key | 6 |
---|---|---|---|
Will the laboratory/organization for which you are a member perform testing on this material sample? | Yes | Date that the sample was received by the laboratory/organization performing the testing | 02/13/2023 |
Sample type | Verification | A brief description of the sample | Aggregate |
The quantity of what the sample constitutes | 6 Bags | From where was the sample collected | Source |
First name of sampler or witnessed by | Glenn | Last name of sampler or witnessed by | Bradley |
Title of sampler | Telephone number of sampler | ||
Laboratory sample identification | 23-JMFPP-0014 | Linked DIME Sample ID | 2023-01-27-35 |
The fabricator/manufacturer/facility name | SPM Templeton | Transportation Laboratory (TL) Number | |
Inspector Lot Number from the Transportation Laboratory (TL) Form | Structure unique identifier | ||
Structure name |
Material Information
Material Type | Aggregate | Source Identification (SMARA, name of Pit or Job Site) | 91-10-0006 |
---|---|---|---|
The fabricator's/manufacturer's product name for the sample | The fabricator/manufacturer designation for the sample | ||
The plant number | A detailed description of where the material sample was collected | Plant | |
Where the material sample would have been placed if not sampled | Primary Aggregate Nominal Size | 1/2 inch | |
The concrete mix design number | Lot number | ||
Sublot number | Aggregate Mix Number |
Test Details
DIME Sample ID: 2023-02-13-6
DIME Test ID: 2023-02-13-6-1
Testing Lab: CT HQ - Sacramento Aggregate Testing Laboratory
Test Method: AASHTO T27-14: Standard Method of Test for Sieve Analysis of Fine and Coarse Aggregates (Sieve Analysis)
Test Release Date: 2023-02-16
Test Results
What type of gradation is being tested?: HMA Gradation
Individual or cumulative mass retained on each sieve?: Cumulative Mass Retained
Does this test use 1/4 sieve? (question for HMA Gradation Type): No
Has the fine aggregate sample been reduced?: Yes
Input Type: Measured
Tester's full name: Bang Nguyen
Date of test: 02/16/2023
Cumulative Mass Retained | Cumulative Percent Passing | |||||
---|---|---|---|---|---|---|
2732 grams | ||||||
0.0 grams | 100 % | |||||
0.0 grams | 100 % | |||||
0.0 grams | 100 % | |||||
166.3 grams | 94 % | |||||
564.1 grams | 79 % | |||||
1228.4 grams | 55 % | |||||
748.7 grams | ||||||
281.0 grams | 34 % | |||||
451.3 grams | 22 % | |||||
543.8 grams | 15 % | |||||
601.0 grams | 11 % | |||||
636.7 grams | 8 % | |||||
665.7 grams | 6.1 % | |||||
668.5 grams |
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 2/16/2023 ✔